### Resumé

Originalsprog | Engelsk |
---|---|

Titel | Insights and Innovations in Structural Engineering, Mechanics and Computation : proceedings of the sixth international conference on structural engineering, mechanics and computation, Cape Town, South Africa, 5-7 September 2016 |

Redaktører | Alphose Zingoni |

Antal sider | 2 |

Forlag | CRC Press |

Publikationsdato | 2016 |

Sider | 739-740 |

ISBN (Trykt) | 978-1-138-02927-9 (Hbk + CD-ROM) |

Status | Udgivet - 2016 |

Begivenhed | The sixth international conference on structural engineering, mechanics and computation - Cape Town, Sydafrika Varighed: 5 sep. 2016 → 7 sep. 2016 Konferencens nummer: 6 |

### Konference

Konference | The sixth international conference on structural engineering, mechanics and computation |
---|---|

Nummer | 6 |

Land | Sydafrika |

By | Cape Town |

Periode | 05/09/2016 → 07/09/2016 |

### Fingerprint

### Bibliografisk note

Printet book with shorth papers, ISBN 978-1-138-02927-9 (Hbk + CD-ROM)CD (eBook) with full papers, ISBN 978-1-315-64164-5 (eBook PDF). By mistake wrong ISBN on CD (eBook).

### Emneord

- Foundations
- Monopod
- Polypod
- Soil-structure interaction

### Citer dette

*Insights and Innovations in Structural Engineering, Mechanics and Computation: proceedings of the sixth international conference on structural engineering, mechanics and computation, Cape Town, South Africa, 5-7 September 2016*(s. 739-740). CRC Press.

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*Insights and Innovations in Structural Engineering, Mechanics and Computation: proceedings of the sixth international conference on structural engineering, mechanics and computation, Cape Town, South Africa, 5-7 September 2016.*CRC Press, s. 739-740, The sixth international conference on structural engineering, mechanics and computation, Cape Town, Sydafrika, 05/09/2016.

**Effect of slope height and horizontal forces on the bearing capacity of strip footings near slopes in cohesionless soil.** / Krabbenhøft, Sven; Damkilde, Lars; Krabbenhøft, Kristian.

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Formidling

TY - GEN

T1 - Effect of slope height and horizontal forces on the bearing capacity of strip footings near slopes in cohesionless soil

AU - Krabbenhøft, Sven

AU - Damkilde, Lars

AU - Krabbenhøft, Kristian

N1 - Printet book with shorth papers, ISBN 978-1-138-02927-9 (Hbk + CD-ROM) CD (eBook) with full papers, ISBN 978-1-315-64164-5 (eBook PDF). By mistake wrong ISBN on CD (eBook).

PY - 2016

Y1 - 2016

N2 - The problem of determining the bearing capacity of a strip foundation located near a slope of infinite height has been dealt with by several authors. Very often in practical problems the slope is of limited height, and furthermore the resulting load may be inclined at an angle to the horizontal, and in such cases the bearing capacity of the footing cannot be found using the existing methods. The present work comprises finite element based upper- and lower-bound calculations, using the geotechnical software OptumG2 to investigate the effect of the slope height and horizontal forces on the total bearing capacity, both without and with using superposition as presupposed in the traditional bearing capacity equation. The results for friction angles 30, 35 and 40 degrees, slope inclinations 1:2, 1:3 and 1:4, for selfweight and surcharge are given as charts showing the slope inclination factors suitable for design.

AB - The problem of determining the bearing capacity of a strip foundation located near a slope of infinite height has been dealt with by several authors. Very often in practical problems the slope is of limited height, and furthermore the resulting load may be inclined at an angle to the horizontal, and in such cases the bearing capacity of the footing cannot be found using the existing methods. The present work comprises finite element based upper- and lower-bound calculations, using the geotechnical software OptumG2 to investigate the effect of the slope height and horizontal forces on the total bearing capacity, both without and with using superposition as presupposed in the traditional bearing capacity equation. The results for friction angles 30, 35 and 40 degrees, slope inclinations 1:2, 1:3 and 1:4, for selfweight and surcharge are given as charts showing the slope inclination factors suitable for design.

KW - Foundations

KW - Monopod

KW - Polypod

KW - Soil-structure interaction

KW - Foundations

KW - Monopod

KW - Polypod

KW - Soil-structure interaction

UR - https://www.crcpress.com/Insights-and-Innovations-in-Structural-Engineering-Mechanics-and-Computation/Zingoni/p/book/9781138029279

M3 - Article in proceeding

SN - 978-1-138-02927-9 (Hbk + CD-ROM)

SP - 739

EP - 740

BT - Insights and Innovations in Structural Engineering, Mechanics and Computation

A2 - Zingoni, Alphose

PB - CRC Press

ER -